My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2010_19
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2010_19
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_19
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2010_19.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
98
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
' Hole Number: Sheet 5 of 18 <br /> ' HERST & ASSOCIATES, INC- AMW-30 Soil Log <br /> Northing: 2,148,062.1 Easting: 6,367,022.3 Ground Surface Elevation: 45.0 <br /> ' Project: Austin Road NCYCC Drilling Rig Type: Mud Rotary <br /> Project No.: 120091514 Method of Drilling: Boart-Longyear DB540 <br /> ' Site Location: Stockton,California Drilling Dates: January 18-22,2010 <br /> Graphic Z 4 ,> Fr <br /> Soil Description Log Notes <br /> ' 40.0 to 41.5 ft. -Clayey SILT,dry,soft,iron staining Borehole Area Air Measurements: <br /> throughout,brown(7.5YR 4/4). 14 0%LEL CHa / 0 ppm VOC <br /> ' 8 11 5 15 <br /> 41.0 1.5 <br /> 16 <br /> ' 42.0 <br /> 43.0 <br /> 44.0 <br /> ' 45.0 <br /> 45.0 to 45.5 ft. -SAND,moist,loose,fine to medium Borehole Area Air Measurements: <br /> grained,subangular,poorly sorted,mica throughout, 3 0%LEL CH / 0 m VOC <br /> dark yellowish brown(10YR 4/4). a PP <br /> 9 1=5 10 <br /> 46.0 45.5 to 46.5 ft. -Clayey SILT,dry,very stiff,brown 1.5 <br /> (IOYR 4/3). 12 <br /> ' 47.0 <br /> ' 48.0 <br /> t <br /> 49.0 <br /> ' 50.0 <br /> Drilling Contractor: Precision Sampling,Inc. <br /> Driller: Brian Johnson F72 W <br /> Helper: Mac, Steve,&Charlie <br /> ' CLAY SILT SAND GRAVEL <br /> Logged By: Leslie Keuss <br />
The URL can be used to link to this page
Your browser does not support the video tag.